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LEFT OFFSET
LEFT EDGE
CENTRE LINE
RIGHT EDGE
RIGHT OFFSET
GRADES
VERTICAL CURVES
VE
RT
IC
AL A
LIG
NM
EN
T
DE
SIG
N R
OA
D LE
VE
LS
STAKE VALUE
EXIST ROAD LEVELS ON ALIGNMENT
SUPERELEVATION
HORIZONTAL CURVES
LHS EDGE
RHS EDGE
HOR. SCALE 1:1000
VER. SCALE 1:100
RIGHT EDGE
EXISTING ROAD LEVEL
LEFT EDGE
CENTRE LINE LEVEL
Direction
171°14'13"
B.V
.C
10053
234m VC
K=82
E.V
.C
10287
B.V
.C
10509
489m VC
K=324
-3.197 %
10169.866 245.325
-0.340 %
10753.202 243.341
-1.849 %
11000.000
237.768
-2.0
600 mm PC
IL = 242.579 m
600 mm PC
IL = 242.363 m
600 mm PC
IL = 245.208
251
Datum 241.0
242
Datum 232.0
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3.9
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3.8
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3.7
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3.6
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3.5
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3.3
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3.2
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2.3
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2.1
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1.9
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1.6
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1.4
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1.2
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0.9
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0.4
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0.1
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9.5
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8.1
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-6
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25
0.6
21
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9.9
82
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9.3
42
24
8.7
06
24
8.1
09
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7.5
60
24
7.0
60
24
6.6
09
24
6.2
07
24
5.8
54
24
5.5
49
24
5.2
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5.0
87
24
4.9
28
24
4.8
19
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4.7
48
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4.6
80
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4.6
12
24
4.5
44
24
4.4
76
24
4.4
08
24
4.3
40
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4.2
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24
4.2
04
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4.1
36
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4.0
68
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3.9
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3.9
17
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3.8
23
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3.7
17
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3.5
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3.4
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3.3
26
24
3.1
71
24
3.0
03
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2.8
23
24
2.6
31
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2.4
26
24
2.2
09
24
1.9
80
24
1.7
38
24
1.4
84
24
1.2
18
24
0.9
39
24
0.6
48
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0.3
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24
0.0
29
23
9.7
01
23
9.3
61
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9.0
08
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8.6
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25
0.7
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25
0.1
16
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9.4
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8.8
40
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8.2
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7.6
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7.1
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6.7
43
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6.3
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5.9
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5.6
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5.4
27
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5.2
21
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5.0
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4.9
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4.8
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4.8
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4.7
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4.6
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4.6
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4.5
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4.3
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4.2
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4.1
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3.4
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1.9
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7.0
8
7.2
2
7.3
8
ROOIDRAAI MOORREESBURG
10998
E.V
.C
.
LEGEND
EXISTING ROAD
RESERVE
PROPOSED ROAD
RESERVE
FILL SLOPE
CUT SLOPE
EXISTING GUARDRAIL
GATE
FENCE
EXISTING ROAD SIGN
NEW ROAD SIGN
POWER LINE & POLE
TELEPHONE LINE
& POLE
FARM / MINOR ACCESS
SURVEY
CONTROL
POINT
NRB1-15
268.332
1. ALL EXISTING FEATURES ARE GHOSTED.
2. BATTER SLOPES SHOWN ON STANDARD CROSS-SECTIONS AND AS DETERMINED ON SITE.
3. THE CONTRACTOR IS TO APPLY FOR ALL NECESSARY WAYLEAVES, PLANS AND PERMITS
FROM THE VARIOUS SERVICE AUTHORITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION.
4. FARM/MINOR ACCESSES TO BE 5m WIDE (SEE TYPICAL DRAWINGS - ROADWORKS
DRG. No. 4397-R-JI-200-V1).
5. FINAL POSITIONS OF ACCESSES, SERVICE ROADS AND EDGE BEAMS TO BE DETERMINED
ON SITE.
6. EXISTING ROAD SIGNS TO BE REMOVED AND REPLACED WHERE REQUIRED.
7. WIRE FENCE GATES TO BE PROVIDED AT ALL FARM/MINOR ACCESSES.
NOTES :
8. STOCK PROOF FENCING TO BE PROVIDED ON ROAD RESERVE BOUNDARY
9 STRAND BARBED WIRE WITH STEEL STRAINING POSTS AND STEEL
STANDARDS AND DROPPERS).
9. REFER TO 20m INTERVAL CROSS SECTIONS FOR LANDSCAPING AND
FURTHER DRAINAGE DETAILS.
10. ALL ROADMARKING AS PER SARTSM AND STANDARD DRAWINGS.
11. THE LINING OF OPEN, TOE AND CUT-OFF DRAINS TO BE APPROVED BY
ENGINEERS REPRESENTATIVE.
PROPOSED ROAD
WIDENING
MAJOR ACCESS
NEW CULVERT AND
DIRECTION OF FLOW
RESHAPE EXISTING
SIDE DRAIN
> >
OPEN EARTH V-DRAIN
LINED / UNLINED
V SHAPED TOE DRAIN
TYPE A SIDE DRAIN
& DOWN CHUTE
TYPE F SIDE DRAIN
& DOWN CHUTE
NEW GUARDRAIL
TYPE A DRAIN WITH
INLET AND DOWNPIPE
V V
8000
7000
9000
10000
11000
12000
13000
SHEET 1 O
F 27
SH
EE
T 2 OF 27
SHEET 3 OF 27SHEET 4 OF 27 S
HE
ET 5
OF 2
7
SH
EE
T 6
OF
27
KEY PLAN
N.T.S.
KLIPFONTYN 598
REM PTN 7
SG_4024_1938_WC
C04600000000059800007
KOOT CLAASSEN 0825249001
GERT KLAASSEN 0825249003
KLIPFONTYN 598
REM
SG_263_1832_WC
C04600000000059800000
NEELS NEETHLING 0824536662
WILLIE STEENKAMP 0722710114
KLIPFONTYN 598
REM PTN 6
SG_498_1936_WC
C04600000000059800006
NEELS NEETHLING 0824536662
WILLIE STEENKAMP 0722710114
KLIPFONTYN 598
REM PTN 9
SG_263_1832_WC
C04600000000059800009
NEELS NEETHLING 0824536662
WILLIE STEENKAMP 0722710114
KLIPFONTYN 598
REM PTN 9
SG_263_1832_WC
C04600000000059800009
NEELS NEETHLING 0824536662
WILLIE STEENKAMP 0722710114
KLIPFONTYN 598
REM PTN 7
SG_4024_1938_WC
C04600000000059800007
KOOT CLAASSEN 0825249001
GERT KLAASSEN 0825249003
NRB35-17
246.043
NRB35A-17
243.202
NRB36-17
242.721
NRB37-17
239.998
PS05
240.776
K
1
0
-L
E
1
K
10
-L
E
2
K
10-R
N
1
K
10-R
N
2
K
1
0
-R
N
3
K
11-R
N
1
K
1
0
-L
N
1
K
1
0
-L
N
2
K
10-LN
3
K
10-LN
4
X
+
3 693 800
X
+
3 694 400
X
+
3 694 400
X
+
3 694 600
X
+
3
6
9
4
6
0
0
X
+
3 694 000
X
+
3 694 200
X
+
3 694 000
X
+
3 694 200
X
+
3 693 800
Y
+
2
7
2
0
0
Y
+
2
7
2
0
0
Y
+
2
7
4
0
0
Y
+
27 400
10100 10200 10300 10400 10500 10600 10700 10800
CU
T L
IN
E
CU
T L
IN
E
1100010000
FARM
ACCESS
FARM
ACCESS
FARM
ACCESS
10900
STOP
>
>
>
FARM
ACCESS
10100 10200 10300 10400 10500 10600 10700 10800
CU
T L
IN
E
CU
T L
IN
E
1100010000
FARM
ACCESS
FARM
ACCESS
FARM
ACCESS
10900
STOP
>
>
>
FARM
ACCESS
EXISTING 1x600Ø PC
TO BE EXTENDED
EXISTING 1x450 Ø PC
REPLACED BY 1x600 Ø PC
EXISTING 1x450 Ø PC
REPLACED BY 1x600 Ø PC
EXISTING 1x450 Ø PC
REPLACED BY 1x600 Ø PC
EXISTING 1x450 Ø PC
REPLACED BY 1x600 Ø PC
POINT SV
10000
10100
10200
10300
10400
10500
10600
10700
10800
10900
11000
Y-Coord X-Coord
N7/2 ALIGNMENT DETAILS - WGS84 Lo19°
27235.348
27250.583
27265.818
27281.052
27296.287
27311.522
27326.757
27341.991
27357.226
27372.461
27387.696
3694673.911
3694575.079
3694476.246
3694377.413
3694278.581
3694179.748
3694080.915
3693982.083
3693883.250
3693784.417
3693685.585
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
EXISTING ROAD RESERVE
POINT
K10-LE1 27269.402 3694575.298
K10-LE2 27362.214 3693972.395
NRB34-17 27218.42 3694897.56 257.009
NRB35-17 27240.65 3694564.31 246.043
NRB35A-17 27276.85 3694356.83 243.202
NRB36-17 27331.11 3694160.96 242.721
NRB37-17 27348.68 3693860.77 239.998
PS05 27369.45 3693863.38 240.776
NRB38-17 27414.58 3693611.71 235.862
2.0%2.0%
1
:
2
ALIG
NM
EN
T LIN
E
6.7m
ED
GE
O
F
SU
RF
AC
IN
G
6.7m
SB
P
LEVELS GIVEN HERE LEVELS GIVEN HERE LEVELS GIVEN HERE
3.7m3.0m 3.7m 3.0m
1
:
2
1
:
2
HORIZONTAL DESIGN SPEED : 100km/h
VERTICAL DESIGN SPEED : 100km/h
POSTED SPEED (Road Sings & Road Markings) : 120km/h
SV10.124
1x600 Ø PC
SKEW=93.2°
SV10.262
1x600 Ø PC
SKEW=90.212°
SV10.424
1x600 Ø PC
SKEW=92.782°
EDGE OF SURFACING
150mm LEFT EDGE LINE RM4.1 (YELLOW)
150mm DIVIDING LINE WM3 (LINE:GAP RATIO 4:8) (WHITE)
MOORREESBURG
ROOIDRAAI
SV 10 062
FARM
ACCESS
SV 10 062
FARM
ACCESS
SV 10 896
FARM
ACCESS
SV
10
10
0
SV
10
20
0
SV
10
91
0
SV
10
34
0S
V1
03
40
SV
10
73
0S
V1
07
30
STOP
SV
10
90
3
SV
10
88
9
3.7m
3.0m SURFACED SHOULDER
3.7m
3.0m SURFACED SHOULDER
3.7m
3.0m SURFACED SHOULDER
3.7m
3.0m SURFACED SHOULDER
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
PROPOSED ROAD RESERVE
POINT
K10-RN1 27264.581 3694374.827
K10-RN2 27282.510 3694256.246
K10-RN3 27328.414 3693949.842
ENG.
CONSULT.
REVISION DATENo.
DRAWING TYPE
BRIDGE/STRUCTURE No.
CONSULTANT DRAWING No.
SHEET
DRAWING LOCATION DATA
PROJECT NUMBER
ACCEPTANCE
THIS ACCEPTANCE IS FOR PROCEDURAL AND
ADMINISTRATIVE REVIEW PURPOSES ONLY
AND DOES NOT ATTRACT LEGAL LIABILITY OR
LIABILITY OF ANY KIND FROM WHATSOEVER
CAUSE OR HOWEVER ARISING
ROUTE
SECTION
DRAWING km DISTANCE
STARTEND
SCALE : SANRAL DOCUMENT #OF
Date :
Prof. Reg. No. :
Name :
DESIGNED BY
NAME
Prof. Reg. No.
CHECKED BY
VER
CONSULTANT APPROVAL
DRAWN BY
NAME
NAME
Prof. Reg. No.
Date :
Name :
SANRAL PROJECT MANAGER
WORKS CONTRACT ENGINEER
CONSTRUCTION RECORD (AS-BUILT)
Date :
Prof. Reg. No. :
Name :
HEAD OFFICE
Val de Grace
Tel: (012) 844 8000
Pretoria 0001
South Africa
48 Tambotie Avenue
PO Box 415
Pretoria
0184
for the SA NATIONAL ROADS AGENCY SOC LTD.
Date:
WESTERN REGION
Tel: (021) 957 4600
Private Bag X19
Bellville
Oakdale
Bellville
1 Havenga Street
7535
7530
N7
NRA N.007-020-2020/1F
N7
THE IMPROVEMENT OF NATIONAL ROUTE 7, SECTION 2, BETWEEN
ROOIDRAAI (km 7.49) AND MOORREESBURG (km 33.90)
DRAWING NAME
7 Digtebij Avenue, Mabille Park, Kuils River, 7580
P.O. Box 190, Kuils River, 7579
Tel: +27 21 906 5602
Fax: +27 21 906 5603
COPYRIGHT RESERVED
c
CAPE TOWN
14 CENTRAL SQUARE PINELANDS 7405
P.O. BOX 38561 PINELANDS 7430
Tel: +27 21 530-1800 Fax: +27 21 532-0950
E-MAIL: [email protected]
X:\P
rojects - (In-progress)\4397 N
7 R
ooidraai to M
oorreesburg (D
M)\07-D
raw
ing\R
oads\W
OR
KIN
G\4397-10-15 Layout-Long sv7-sv13 sht 1-6 - C
olour.dw
g
2019-05-31 B
randc1
50 mm 0 mm 50 mm 100 mm
FOR TENDER
PURPOSES ONLY
NOTE:
ALL DIMENSIONS TO BE CHECKED ON SITE
BEFORE ANY WORK IS PUT IN HAND.
REFER ANY DISCREPANCIES TO THE ENGINEER.
FOR APPROVAL
PURPOSES ONLY
J GENTZ
20080319
DM MURPHY
950446
PRELIMINARY
DRAWINGS
DRAFT
FINAL DESIGN
2 2
10 000 11 000
ROADS - LAYOUTS
4397-13
V1
GENERAL ARRANGEMENT AND LONG-SECTION
ROUTE 7, SECTION 2: SV 10 000 - SV 11 000
1:1000 4 27
V1 17/05/2019 ORIGINAL VERSION DM MURPHY
DM MURPHY
950446
17/05/2019
13
ROOIDRAAI
MOORREESBURG
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
SURVEY CONTROL POINTS
POINT
Z
C BRAND
